6. Attachment C - Engineering (incl Driveway detail)

 

APPENDIX A REQUIREMENTS FOR SITE DRAINAGE.

 

 

 

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B. DRAINAGE LAYOUT FOR WET SITE

 

TO OUTFALL TO OUTFALL

EARTH DRAIN REQUIRED IF
FACE IS LIKELY TO SCOUR,

A, TYPICAL DRAINAGE LAYOUT

 

        

 

 

 

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“3 :
\ “<—__FARTH ORAIN
(FALL +100)
— GROUND OUTSIDE
_t To ) RESIDENCE 10 pau 1 SLAB CAST ABOVE GROUND
VV Sy EARTH DRAIN AT ‘100. LEVEL TO SUIT DRAINAGE
TO OUTRALL TO OUTFALL CONDITIONS AND FALLS To
oo - ait cap ¢ SEWERS AS PER LOCAL
(DRAINAGE LAYOUT FOR CUT & FILL SITE AUTHORITY. ORDINANCES
NOTES:-

 

1, THE SITE MUST BE SO GRADED AND DRAINED THAT THE WATER IS SHED FROM THE BUILDING PLATFORM IN ACCORDANCE WITH THE ABOVE
PRINCIPLES.

2. PROVISION OF PAVING, SURFACE GUTTERING OR UNDERGROUND PIPING WILL ALL ASSIST IN ACHIEVING GOOD DRAINAGE
3. GOOD DRAINAGE MUST BE MAINTAINED THROUGHOUT CONSTRUCTION AS WELL AS AFTER PRACTICAL COMPLETION

4. DRAINAGE MUST NOT BE DIRECTED AT AN ADJACENT LOT IN A CONCENTRATED FORM

 

APPENDIX B SITE PREPARATION AND EARTHWORKS.

 

 

 

BANK WIDTH 1800mm OR AS FOLLOWS FOR VARIOUS SOIL TYPES.
A- 15 d - WEATHERED ROCK : WELL GRADED GRANULAR FILLS.
B- 2.0 d - CLAYS : SILTY, SANDY AND GRAVELLY CLAYS.

C- 3.0 d - SILTS ; SANDS AND SOFT CLAYS

 

ii

MATERIAL.
FALL FLOOR SLAB 6h

COMPACTED CUT

 

 

 

   

DRAINAGE SYSTEM
REFER APPENDIX A

WHERE ‘d' EXCEEDS 1200mm, REFER TO ENGINEER FOR
RE-APPRAISAL OF FOOTING AND SLAB DESIGN

WHERE BANK WIDTHS SPECIFIED ABOVE CAN NOT BE ATTAINED DUE 10 SITE CONSTRAINTS.
REFER TO ENGINEER FOR DESIGN OF RETAINING WALL AND/OR PIERS TO NATURAL GROUND.

NOTES:-

 

1. THE CONFINES OF THE BUILDING SITE ARE TO BE STRIPPED AND ALL VEGETATION REMOVED FROM THE BUILDING AREA. GRUB
HOLES ARE TO BE BACKFILLEO ANO COMPACTED AS INDICATED IN NOTE 2

2. WHERE SLAB AND FOOTINGS ARE 10 BE FOUNDED IN FILL, BUILDING PLATFORMS SHALL BE BUILT UP IN LAYERS AND
COMPACTED TO ATTAIN A MINIMUM UNIFORM FIELD DENSITY OF 98% STANDARD COMPACTION FOR COHESIVE FILL MATERIAL AND A
MINIMUM DENSITY INDEX OF 70% RELATIVE TO TEST £6.1 FOR GRANULAR (NON-COHESIVE) FILL MATERIAL.

3. SOIL MOISTURE CONTENT SHOULD BE MAINTAINED NEAR OPTIMUM DURING COMPACTION. SMOOTH ORUM ROLLERS MAY BE USED
FOR GRANULAR FILLS, VIBRATING SHEEPFOOT ROLLERS ARE RECOMMENDED FOR CLAYS

THE QUALITY OF COMPACTION SHOULD BE TESTED BY A RECOGNISED TESTING AUTHORITY - IT IS THE BUILDER'S RESPONSIBILITY
TO ENSURE THAT THE TEST (or TESTS) GIVE AN ACCURATE INDICATION OF THE QUALITY AND DEGREE OF COMPACTION OF THE
FILL THROUGHOUT THE ENTIRE DEPTH AND ACROSS THE WHOLE PLATFORM.

 

   
    
  

RIENMAC eryiro

ABN. 5? 010 666 430 ACK 010 666 430
CONSULTING CIVIL &
STRUCTURAL ENGINEERS

SUNSHINE COAST OFFICE:
SUITE 5, FIRST FLOOR,
SAINT CIRINO,

137 BRISBANE ROAD,

(PO BOX 149)
MOOLOOLABA OLD 4557

P.- (07) 5369 0762]
fo@rienmac,net
Web:- www-rienmac.net

 

 

CLIENT:
GREEN EARTH HOMES
PROJECT:

PROPOSED DUPLEX DEVELOPMENT

5 VENTURA STREET,
SUNRISE BEACH QLD 4567

REAL PROPERTY DESCRIPTION & COUNCIL:

LOT 114 ON RP132135, PARISH OF WEYBA,
COUNTY OF MARCH.

NOOSA SHIRE COUNCIL

DRAWING TITLE:

APPENDIX A & B

 

Designed: AW/PLR Drawn: AW

 

SCALES:

 

 

 

 

 

 

 

PETER RIENECKER - RPEQ 2088

 

Engineer: PLR|DATE: 31 OCT 19
yiten hein ton Resa Conattg Eee JOB NUMBER | DWG No. | ISSUE
DO NOT SCALE OFF DRAWINGS. | A3 [SHEET th OF 14 CHECKED: PLR